漳州战备大桥设计——三跨连续预应力混凝土矮塔斜拉箱梁桥

摘要

漳州战备大桥为双塔单索面三跨连续矮塔斜拉预应力混凝土箱梁桥，主桥孔跨布置为(80.8+132+80.8)m，采用塔梁固结，塔梁与墩分离，墩顶设支座的结构形式。主要介绍主梁、主塔及斜拉索等方面的设计。%It is a low-pylon cable-stayed PC box girder bridge with one single plane of cables and three spans. The design of the main girder, pylons and cables is presented.